Parametric analysis on concrete cone failure
The result's identifiers
Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F26%3A0199927" target="_blank" >RIV/00216305:26110/26:0199927 - isvavai.cz</a>
Result on the web
<a href="http://dx.doi.org/10.1016/j.prostr.2025.10.015" target="_blank" >http://dx.doi.org/10.1016/j.prostr.2025.10.015</a>
DOI - Digital Object Identifier
<a href="http://dx.doi.org/10.1016/j.prostr.2025.10.015" target="_blank" >10.1016/j.prostr.2025.10.015</a>
Alternative languages
Result language
angličtina
Original language name
Parametric analysis on concrete cone failure
Original language description
A cast-in steel anchor embedded in concrete and subjected to tensile loading was investigated numerically in order to assess basic features of the very common kind of failure, which is concrete cone failure. An idea based on the maximum tangential stress criterion was utilized and stress distribution at the anchor’s corner was analyzed at various critical distances. The influence of selected geometrical parameters, such as the anchor’s embedment length and its outer radius, was discussed. The conclusions obtained within this work enable to improve the design of the anchored concrete structures by means of suggestion of more advantageous dimensions of the anchor. A suitable choice of the geometrical parameters can decrease the value of the angle where the maximum of the tangential stress occurs and where the crack initiation is assumed. Thus, the initiated crack needs to overcome a longer path through the concrete specimen towards the specimen surface, which increases the resistance of such structures.
Czech name
—
Czech description
—
Classification
Type
D - Article in proceedings
CEP classification
—
OECD FORD branch
20102 - Construction engineering, Municipal and structural engineering
Result continuities
Project
—
Continuities
I - Institucionalni podpora na dlouhodoby koncepcni rozvoj vyzkumne organizace
Others
Publication year
2025
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Data specific for result type
Article name in the collection
Procedia Structural Integrity
ISBN
—
ISSN
—
e-ISSN
2452-3216
Number of pages
6
Pages from-to
94-99
Publisher name
Elsevier BV
Place of publication
Ostravice
Event location
Ostravice
Event date
May 28, 2025
Type of event by nationality
EUR - Evropská akce
UT code for WoS article
—